›› 2009, Vol. 30 ›› Issue (10): 3181-3187.

• 基础理论与实验研究 • 上一篇    下一篇

减压井机械淤堵机制与防治方法试验研究

吴昌瑜,张 伟,李思慎,朱国胜   

  1. 长江科学院,武汉 430010
  • 收稿日期:2009-07-31 出版日期:2009-10-10 发布日期:2009-12-23
  • 作者简介:吴昌瑜,女,1949年生,教授级高工,主要从事岩土工程和水工渗流研究。
  • 基金资助:

    国家自然科学基金面上项目(No. 50679005);水利部重点科技推广计划(No. TG0702)资助。

Research on mechanical clogging mechanism of releaf well and its control method

WU Chang-yu, ZHANG Wei, LI Si-shen, ZHU Guo-sheng   

  1. Yangtze River Scientific Research Institute, Wuhan 430010, China
  • Received:2009-07-31 Online:2009-10-10 Published:2009-12-23

摘要:

探讨了长江堤防减压井由于设计、施工及运行环境等因素对其产生机械淤堵的影响,研究了不同渗流介质的渗透特性以及多种介质不同组合的综合特性。除传统试验外,自行研制了径向渗透试验模型装置,采用几种物理试验方式配合,对包括地层、反滤层、滤网和井管组成的整个减压井系统,以及径向的水流与几何条件进行模拟试验。通过对室内试验与现场测试成果的综合分析,对减压井机械淤堵机制和淤堵判定进行了归纳,针对实际水动力条件和运行模式,提出了减压井反滤系统防止机械淤堵的优化设计理念。

关键词: 长江堤防, 减压井, 机械淤堵, 径向模拟试验, 优化反滤系统

Abstract:

In order to investigate the influences of design, construction and operation conditions of relief well on its clogging, a series of seepage tests have been carried out for studying the related materials as well as their combinations. Besides conventional seepage tests, a special radial model test device has been developed to simulate site circumstance of groundwater movement around relief well. The possible varieties of foundation sand, gravel filter, plastic screen, removable polyurethane foam filter and inner tube are taken into account respectively or as a whole drainage system. Through the comprehensive analysis of tests both in laboratory and in situ, the mechanical clogging mechanism and its control are summarized. In view of actual hydrodynamic circumstances and operation conditions in Yangtze River dikes, an optimized filter system design for relief wells has been proposed.

Key words: Yangtze River dikes, relief well, mechanical clogging, radial seepage model test, optimization of filter system

中图分类号: 

  • TV 87
[1] 罗玉龙,罗谷怀. 洞庭湖区减压井井管及滤层结构试验研究[J]. , 2009, 30(S2): 110-113.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 徐金明,羌培,张鹏飞. 粉质黏土图像的纹理特征分析[J]. , 2009, 30(10): 2903 -2907 .
[2] 石玉玲,门玉明,彭建兵,黄强兵,刘洪佳. 地裂缝对不同结构形式桥梁桥面的破坏试验研究[J]. , 2009, 30(10): 2917 -2922 .
[3] 夏栋舟,何益斌,刘建华. 土-结构动力相互作用体系阻尼及地震反应分析[J]. , 2009, 30(10): 2923 -2928 .
[4] 徐速超,冯夏庭,陈炳瑞. 矽卡岩单轴循环加卸载试验及声发射特性研究[J]. , 2009, 30(10): 2929 -2934 .
[5] 张力霆,齐清兰,魏静,霍倩,周国斌. 淤填黏土固结过程中孔隙比的变化规律[J]. , 2009, 30(10): 2935 -2939 .
[6] 易 俊,姜永东,鲜学福,罗 云,张 瑜. 声场促进煤层气渗流的应力-温度-渗流压力场的流固动态耦合模型[J]. , 2009, 30(10): 2945 -2949 .
[7] 马 亢,徐 进,吴赛钢,张爱辉. 公路隧道局部塌方洞段的围岩稳定性评价[J]. , 2009, 30(10): 2955 -2960 .
[8] 卢 正,姚海林,骆行文,胡梦玲. 公路交通荷载作用下分层地基的三维动响应分析[J]. , 2009, 30(10): 2965 -2970 .
[9] 楚锡华,徐远杰. 基于形状改变比能对M-C准则与 D-P系列准则匹配关系的研究[J]. , 2009, 30(10): 2985 -2990 .
[10] 王淑云,鲁晓兵,赵 京,王爱兰. 粉质黏土周期荷载后的不排水强度衰化特性[J]. , 2009, 30(10): 2991 -2995 .